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Studi Ketersediaan Airtanah Guna Menentukan Pola Pemberian Air Untuk Kebutuhan Irigasi Di Kecamatan Mojosari Kabupaten Mojokerto Hariyadi, Achmad; Bisri, Mohammad; Limantara, Lily Montarcih; Sayekti, Rini Wahyu
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 2 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Groundwater is currently one of the alternative to meet the needs of irrigation water. In the Mojosari District there is no surface water irrigation system and there are 7 production wells with 261.33 hectares of agricultural land. How the performance of wells producing seen from the C, Fd and T with wells test and aquifer test. How the pattern schedule of groundwater with rotation method. The aim of this study to plan the pattern schedule of water delivery system with reference to the of the existing plant pattern in Mojosari District.Based on the availability of existing groundwater on the 7 production wells, the first DI Menanggal SDMJ 113 Q = 14 l / dt, A = 20ha (2 blocks), Q planting I 15.39 l / dt (91%), continuously, Q planting II 46.77 l / dt and III Q = 39.76 l / dt (31% and 35%), rotation. Second DI Belahan Tengah SDMJ 521.410 Q = 28 l / dt, A = 92.67 ha (4 blocks), Q planting I 71.31 l / dt, II Q = 212.09 l / dt and III Q = 184.23 l / dt (39%, 13% and 15%), rotationally. Third DI Mojosulur SDMJ 473, 461 Q = 32 l / sec), A = 57ha (4 blocks), Q planting I 43.86 l / dt (73%), rotationally, cropping Q II 130.45 l / dt and III Q = 113.32 l / dt (25% and 28%), rotationally. Fourth source DI Sumber Tanggul SDMJ 283 Q = 12 l / s, A = 50 ha (4 blocks), Q planting I 38.47 l / dt (69%), rotationally, cropping Q II 114.43 l / dt and III Q = 99.40 l / dt (23% and 27%), rotationally. Fifth DI Randubango SDMJ 551 Q = 30 l / s, A = 39 ha (3 blocks), Q planting I 30.01 l / sec (100%), continuously, Q planting II 89.26 l / dt and III Q = 77.53 l / dt (34% and 39%), rotationally. Based on the 7 wells discharge production, the availability of groundwater discharge is sufficient for the needs of irrigation in the district of Mojosari with rotation method.Keywords: existing discharge, wells test, aquifers test, water delivery systems, rotation.
Studi Optimasi Pola Tanam Daerah Irigasi Kosinggolan Di Kabupaten Bolaang Mongondow Rudson, Rony; Soetopo, Widandi; Limantara, Lily Montarcih L
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 5, No 1 (2014)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Irrigation areas of Kosinggolan which is spread in Dumoga plains has potential broad in 5381 acres and irrigated functional areas 3865 acres at this time. After 28 years in operation Kosinggolan weir discharge decreased that effect on agricultural production. Due to the discharge limitations in Kosinggolan implementing the provision of irrigation water the class system is divided into three planting periods. Linier Optimization and Sensitivity Analysis to the crop pattern has been using Solver facility from Microsoft Excel.Based on the results ofthe conducted optimization analysis obtained extensive results optimum crop rice at dry conditions, condition low, under normal conditions and sufficient conditions: crop rice from 1450 – 3865 acres. While the maximum profit results in dry conditions, under conditions of low, under normal conditions and sufficient conditions: from Rp 11.133.750.357,00 until Rp33,200,350,000,00. For sensitivity analysis results of obtained land area sensitive: in dry conditions between, the low condition, under normal conditionsand the sufficient conditions: from 0–9307 acres.Keywords: irrigation, linier optimization, sensitivity
Studi Analisa Kebutuhan Jumlah Stasiun Hujan Berdasarkan Evaluasi Perbandingan Antara Analisa Hidrograf Banjir Dan Banjir Historis Pada Das Limboto Provinsi Gorontalo Djafar, Haris; Limantara, Lily Montarcih; Asmaranto, Runi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 5, No 2 (2014)
Publisher : Fakultas Teknik, Universitas Brawijaya

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In the hydrologic analysis activities, the Errors in basic hydrological data monitoring in a drainage area of the river will result in data are not correct and lead to the result of planning and management of water resources is not efficient and effective. The errors are usually caused by a number of rainfall stations in the watershed inadequate and dispersal patterns of uneven rainfall stations. The purpose of this study is to obtain the results of the evaluation of the amount of rainfall stations WMO standards based on existing conditions, to determine the comparison between the design flood discharge KaganRodda method and the design flood discharge conditions using the existing station network, and to obtain recommendations amount and location of rainfall stations positions. This study conducted in watershed of Limboto, with an area of watershed is 902.91 km2 .The results of this study are recommending 16 rainfall stations where the 4 stations is the existing stations, with each station rainfall density is 8.038 km.Keywords: Flood, Kagan-rodda, Rain Station, Rain Station density.
Studi Optimasi Distribusi Air Irigasi pada Daerah Irigasi Tengoro Kabupaten Banyuwangi dengan Program Dinamik Stokastik nalurita, sari; Limantara, Lily Montarcih; Prayogo, Tri Budi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 8, No 1 (2017)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (412.194 KB) | DOI: 10.21776/ub.jtp.2017.008.01.07

Abstract

ABSTRAK: Daerah irigasi Tengoro merupakan salah satu lokasi yang mengalami kendala dalam distribusi air irigasinya sehingga dilakukan upaya optimasi untuk mengkaji ulang agar tidak terjadi kekurangan air yaitu dengan menggunakan program dinamik stokastik. Sebelum optimasi, luas lahan yang dapat ditanami belum maksimal, dengan adanya optimasi maka luas lahan yang terairi meningkat untuk MH sebesar 20,84% dan untuk MK 1 meningkat 0,85%. Hal ini berdampak pula pada perolehan keuntungan dari hasil produksi dengan persentase peningkatan yang sama yaitu pada MH sebesar Rp 9.329.487.956,68 dan pada MK 1 sebesar Rp 8.143.711.211,34. Dari segi distribusi airnya, terjadi peningkatan efisiensi secara keseluruhan dari sebelum optimasi sebesar 86,52% menjadi sebesar 97,27%. Kata kunci: optimasi, irigasi, DI. Tengoro, program dinamik, stokastik ABSTRACT: Tengoro irrigation area is one of the locations that have problems in the distribution of irrigation water due to  the optimization efforts are to avoid water shortage by using stochastic dynamic program. Before optimization, extensive arable land is not maximized, with the optimization of the irrigated land area increased by 20,84% on  rainy season and during the first dry season increased to 0,85%. This impacted on profitability of production by the same percentage increase that is at raiby season Rp 9.329.487.956,68 and at first dry season Rp 8.143.711.211,34. In terms of the distribution of water, an increase overall efficiency before optimization is 86,52% into 97,27%. Keywords: optimization, irrigation, Tengoro, dynamic program, stochastic
RASIONALISASI STASIUN PENAKAR HUJAN TERHADAP PERUBAHAN BESARNYA CURAH HUJAN RANCANGAN PADA DAS RONDONINGO, KABUPATEN PROBOLINGGO nurfitriani, Alvina; Limantara, Lily Montarcih
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 2, No 2 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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ABSTRAK: Pengembangan sumber daya air membutuhkan analisis hidrologi berdasarkan data  curah hujan, data debit,dan data  iklim yang benar, untuk menghasilkan perencanaan, penelitian, dan pengelolaan sumber daya air yang  efektif dan efisien. Untuk menentukan jumlah stasiun penakar hujan dan penyebaranya yang ideal, maka perlu dilakukan analisa rasionalisasi stasiun Penakar hujan metode World Meteorological Organization (WMO), metode Kagan Roda dan metode bobot. Pada DAS Rondoningo seluas 233 Ha telah terpasang 8 stasiun penakar hujan, menurut analisa metode WMO diketahui terlalu rapat. Berdasarkan rasionalisasi metode Kagan Roda dan metode Bobot dapat ditentukan cukup3stasiun hujan dipertahankan dan 5 stasiun hujan ditutup. Hujan rancangan metode Gumbel dan Log Person III,berdasarkan data hujan antara 8 stasiun hujan dan dari 3 stasiun hujan menghasilkan selisih ysng kecil 8mm s/d10 mm, Hal ini mempertegas bahwa pada DAS Rondoningo tidak perlu dipasang 8 stasiun tetapi cukup dipasang 3 stasiun hujan.   Kata kunci: Penakar hujan eksisting, Rasionalisasi hidrologi, penakar hujan efektif dan efisien   ABSTRACT: The Development of water resources requires hydrological analysis based on rainfall data, discharge data, and correct climate data, to produce an effective, efficient water resources planning, research and management. To determine the ideal number of rain gauge station and its ideal distribution, it is necessary to analyze rationalization of World  Meteorological Organization (WMO) method, Kagan Roda method and score method. In the 233 Ha DAS Rondoningo  has been installed 8 rain gauge stations. According to WMO method analysis it is considered to be too tight. Based on the rationalization of the Kagan Roda method and the Score method only 3 rain gauge stations are maintained, while 5 rain gauge stations should be closed . The rain desing of the Gumbel  methodand Log Person III method, based on rain data between 8 rain gauge stations and from 3 rain gauge stations, resulted in a small difference of 8mm to 10 mm. This confirms that in the Rondoningo basin there is no need to install 8 stations, but only 3 rain gauge stations are enough to install. Key words: existing rain gauge, hydrological rationalization, rain gauge  effective and efficient
ANALISA DEBIT MENGGUNAKAN METODE NRECA UNTUK PERHITUNGAN NERACA AIR SUB DAS METRO Ambarwati, Arum Nurwidya; Limantara, Lily Montarcih; Soetopo, Widandi
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 2, No 2 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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ABSTRAK Pertumbuhan jumlah penduduk serta pembangunan di berbagai sektor mengakibatkan bertambahnya kebutuhan air. Berdasarkan hal tersebut maka diperlukan analisa neraca air untuk melihat keseimbangan antara ketersediaan air dengan kebutuhan air di Sub DAS Metro untuk beberapa tahun kedepan. Neraca air di Sub DAS Metro dilakukan dengan menganalisa ketersediaan air menggunakan metode NRECA (National Rural Electric Cooperative Association) dengan keandalan 80%. Kebutuhan air yang dihitung yakni kebutuhan air domestik, non domestik, industri, peternakan, perikanan dan irigasi. Dari hasil analisa neraca air selama 25 tahun kedepan menunjukkan kondisi surplus untuk semua tahun dimana ketersedian air dianggap tetap yakni 532,72 m3/tahun. Dari hasil tersebut dapat disimpulkan bahwa ketersediaan air dapat mencukupi seluruh kebutuhan air di Sub DAS Metro. Kata Kunci : Sub DAS Metro, NRECA, Ketersediaan Air, Kebutuhan Air, Neraca Air.   ABSTRACT The growth of population and development in various sectors led to increased water needs. Based of this, it is necessary to analysis the water balance to see the balance between water supplies and water needs at Metro Watershed for the next few years. Water balance analysis at Metro Watershed is conducted by analysing water supplies using NRECA (National Rural Electric Cooperative Association) with 80% reliability. Water demand is calculated namely the demand for domestic, non-domestic, industrial, farms, fisheries, and irrigation. From the result of the water balance analysis for the next 25 years shows a surplus condition for all years that availability of water is considered to remain 532,72 m3/year. From the result, it can be concluded that water availability can be adequate for all watern eeds in Metro Watershed. Keywords: Metro Watershed, NRECA, water demand, water supplies, water balance.
ANALISA DEBIT MENGGUNAKAN METODE THORNTHWAITE MATHER UNTUK PERHITUNGAN NERACA AIR DI SUB DAS LESTI Fauziyah, Fauziyah; Limantara, Lily Montarcih; Harisuseno, Donny
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 2, No 2 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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ABSTRAK: Pada studi ini, akan membahas tentang neraca air di Sub DAS Lesti Kabupaten Malang dengan tujuan untuk mengetahui keseimbangan antara nilai ketersediaan air dengan kebutuhan air selama 25 tahun ke depan. Analisa ketersediaan air berasal dari dua sektor yaitu ketersediaan air permukaan yang dihitung dengan mengalihragamkan hujan menjadi debit dengan Metode Thornthwaite Mather dan ketersediaan air bawah permukaan yang berasal dari mata air. Sedangkan untuk perhitungan kebutuhan air dalam studi ini berasal dari enam sektor yakni kebutuhan domestik, non domestik, peternakan, perikanan, pertanian dan industri. Dari hasil analisa didapat rata-rata ketersediaan air Sub DAS Lesti sebesar 1035,59 juta m3/tahun. Sedangkan kebutuhan air yang dihitung berdasarkan 2 skenario yaitu skenario satu sebesar 152,60 juta m3/tahun dan pada skenario dua sebesar 130,35 juta m3/tahun. Dari hasil tersebut didapatkan bahwa ketersediaan air yang ada dapat mencakupi seluruh kebutuhan air di Sub DAS Lesti selama 25 tahun ke depan atau dengan kata lain hal ini menunjukkan keadaan surplus.   Kata kunci: Sub DAS Lesti, Thornthwaite Mather, ketersediaan air, kebutuhan air, neraca air.   ABSTRACT: In this study, will discuss about water balance in the Lesti Sub-Watershed in Malang Regency. The purpose of this research is to determine the balance between the value of water availability and water requirements for the next 25 years. Analysis of water availability is calculated from two sectors, availability of water surface which is calculated by transferring rain to discharge with the Thornthwaite Mather method, and availability of water subsurface from water springs. Whereas the  water requirements is calculated from six sectors, namely domestic demand, non domestic, animal husbandry, fishery, irrigation and industry. From the analysis, average of water availability of the Lesti Sub-Watershed is 1035,59 million m3/year. Whereas water reqirements are calculated based on two scenarios, in first scenario is 152,60 million m3/year and in second scenario is 130,35 million m3/year. From these result it was found that the availability of available water can cover all water requirements in the Lesti Sub-Watershed for the next 25 years or in other word this indicated a surplus situation. Keywords: Lesti Sub-Watershed, Thornthwaite Mather, water availability, water requirements, water balance.
Analisa Debit Menggunakan Metode FJ. Mock Untuk Perhitungan Neraca Air Di Sub DAS Konto Hulu Juni, Riska Wulan; Limantara, Lily Montarcih; Chandrasasi, Dian
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 2, No 2 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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ABSTRAK: Kajian neraca air pada Sub DAS Konto Hulu dilakukan untuk mengetahui potensi ketersediaan air dan penggunaannya dalam kebutuhan air multisektor. Curah hujan dikonversikan menjadi debit menggunakan metode FJ. Mock kemudian dibandingkan dengan debit pengamatan serta dikalibrasi menggunakan metode Kesalahan Relatif (KR), Root Mean Squared Error (RMSE), Nash-Sutcliffe Efficiency (NSE), dan Koefisien Korelasi (R). Potensi ketersediaan air dihitung berdasarkan debit andalan 80% menggunakan metode probabilitas Weibull dengan hasil sebesar 22.41 m3/det setara 706.622 juta m3/tahun. Besarnya kebutuhan air dalam jangka waktu 25 tahun pada skenario 1 (dihitung berdasarkan data dan meningkat sesuai laju pertumbuhan) sebesar 95.090 juta m3/tahun, sedangkan pada skenario 2 (berdasarkan asumsi domestik, non domestik, industri mengalami peningkatan sedangkan perikanan, pertanian, dan peternakan konstan) sebesar 93.419 juta m3/tahun. Hasil analisa nneraca air menunjukkan bahwa potensi ketersediaan air dapat mencukupi seluruh kebutuhan air atau menunjukkan keadaan surplus sampai 25 tahun (2017-2042) mendatang. Kata kunci: Sub DAS Konto Hulu, metode FJ. Mock, ketersediaan air, kebutuhan air, neraca air.   ABSTRACT: The water balance study in the Upper Konto sub-watershed was carried out to determine the potential for water availability and its use in the multisector water needs. The rainfall is converted into discharge using the FJ. Mock method then compared by the observation discharge and calibrated using the Relative Error (KR) method, Root Mean Squared Error (RMSE), Nash-Sutcliffe Efficiency (NSE), and Correlation Coefficient (R). The potential for water availability is calculated based on 80% mainstay discharge using the Weibull probability method with a amount of 22.41 m3/sec equivalent to 706.622 million m3/year. The amount of water demand within a period of 25 years in scenario 1 (calculated based on data and increasing according to the growth rate) is 95.090 million m3/year, while in scenario 2 (based on assumption that domestic, non domestic, industry has increased while fishery, agriculture, livestock are constant) is 93.419 million m3/year. The results of the water balance analysis show that the potential for water availability sufficient all multisector water needs in or indication a surplus condition until 25 years (2017-2042) later. Keywords: Upper Konto sub-watershed, FJ. Mock method, water availability, water need, water balance.
ANALISA DAN RASIONALISASI KERAPATAN JARINGAN STASIUN HUJAN DENGAN METODEIKAGAN – RODDA DI SUB DAS LAHOR MALANG JAWA TIMUR Islamiyanto, Yudho Putra; Limantara, Lily Montarcih; Wahyuni, Sri
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 3, No 1 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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Jumlah dan letak stasiun hujan menjadi hal yang perlu diperhatikan terkait ketersediaan data hujan. Data hujan yang dihasilkan dari pencatatan stasiun hujan dianggap mewakili suatu wilayah yang memiliki distribusi hujan yang berbeda satu sama lain. Studi ini dilakukan di Sub DAS Lahor dengan luas 186,111 km2 menggunakan metode WMO (World Meteorogical Organization) dan Kagan-Rodda. Hasil analisa berdasarkan standar WMO 100-250 km2/stasiun hujan, hanya 1 dari 5 stasiun hujan yaitu Sumberpuncung yang memenuhi standar. Hasil analisa Kagan-Rodda berdasarkan nilai kesalahan perataan 5% adalah Sub DAS Lahor cukup memiliki 3 stasiun hujan. Hasil rasionalisasi dengan titik stasiun acuan Sumberpuncung, menghasilkan rekomendasi menggeser stasiun Ngajum sejauh 7,012 km2 ke arah barat dan menggeser stasiun Tlekung sejauh 8,470 km2 ke arah selatan. Hasil rekomendasi tersebut memiliki luas pengaruh untuk masing-masing stasiun hujan, yaitu: Sumberpuncung 68,83 km2, Ngajum 64,85 km2, dan Tlekung 52,43 km2.The number and location of rain stations is a matter of concern regarding the availability of rain data. Rain data generated from recording rain stations are considered to represent an area that has a different rain distribution. This study was location in Lahor watershed with area 186,111 km2 using the WMO (World Meteorogical Organization) and Kagan-Rodda methods. The results of the analysis are based on WMO 100-250 km2 standard / rain station, only 1 out of 5 rain stations, Sumberpuncung rain stasion comply the standards. The results of the Kagan-Rodda analysis based on 5% leveling error values are that the Lahor watershed is sufficient to have 3 rain stations. The results of the rationalization with the Sumberpuncung reference station point, resulted in a recommendation to move the Ngajum rain station as far as 7.012 km2 to the west and move the Tlekung rain station as far as 8.470 km2 to the south. The results of these recommendations havean area of influence for each rain station, that is: Sumberpuncung 68.83 km2, Ngajum 64.85 km2, and Tlekung 52.43 km2.
PERBANDINGAN METODE EVAPORASI POTENSIAL DI BADAN METEOROLOGI KLIMATOLOGI DAN GEOFISIKA SAWAHAN KABUPATEN NGANJUK, JAWA TIMUR Suhartanto, Ery; Limantara, Lily Montarcih; Rossy Tamaya, Hana Arum
Jurnal Teknik Pengairan Vol 11, No 1 (2020)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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The research aims to at suitable empirical model for reasonable estimation of reference evaporation for Nganjuk region. In this research, the observations were recorded at Sawahan meteorological station are used to calculate the evaporation with the methods of BlaneyCriddle, Penman method, Radiation method, Turc-Langbein-Wundt method, Hamon method, Christiansen method and multiple linier regression. The results of each method compared with the results of the other and validation tests used relative error, Nash-Sutcliffe Efficiency, and Root Mean Square Error. Based on the calculate results it concluded that the appropriate method was multiple linier regression with validation test as follows: rate of relative error is 1,15, rate of Nash Sutcliffe Effiency is 0,70 and rate of Root Mean Square Error is 0,178.
Co-Authors A.A. Ketut Agung Cahyawan W Achmad Hariyadi Adiputra, Dhimas Satibi Agi Putra Kharisma, Agi Putra Agung Rahmadi Agus Priombodo Agustina Pagatiku Alamsyah, Muhammad Bayu Ambarwati, Arum Nurwidya Aniek Masrevaniah Arfiyanti, Anandini Fatma Arief Andy Soebroto Arif Rahmad Darmawan Ariston Samosir Azhari, Zeinnia Alya Azwar Annas Kunaifi Chandrasasi, Dian Damayanti, Alvine Cinta Dian Chandrasasi Dian Sisinggih Diando, Azamulail Djunaedi Djunaedi Donny Harisuseno Dwi Priyantoro Edison Hukom Eka Agus Subiyantoro Emma Yuliani Endang Purwati RN Ery Suhartanto Ery Suhartanto Ery Suhartanto Fandianto, Erno Fathia, Ayasha Fauziyah, Fauziyah Februanto, Aaron Jeremy Ferina, Marisa Ayu Hana Arum Rossy Tamaya Haris Djafar, Haris Harisuseno, Donny Harri Pranowo Ikrar Hanggara, Ikrar Ilham, Rendy Khoirul Indra Kusuma Sari Islamiyanto, Yudho Putra itojo Tri Juwono Iwan Nursyriwan Jadfan Sidqi Fidari Jamhari Jamhari Juma'a, Muhammad Walidi Juni, Riska Wulan Kharistanto, Robertus Tegar Kurnia Lalu Sigar Canggih Ranesa, Lalu Sigar Canggih Lenny Febriana Ideawati, Lenny Febriana Linda Prasetyorini Lucky Dyah Ekorini M. Bisri Mahendra, Hardiman Maulida Hayati Megantara, Anggit Gilang Mochammad Ibrahim Moh. Sholichin Moh. Sholichin Mohammad Bisri Mokhamad Rusdha Maulana Muhamad Rodhita Muhammad Bisri Muhammad Ilham nalurita, sari Nuf'a, Hilma Nugrahanto, Bagus Aji Nurdiyanto Nurdiyanto, Nurdiyanto nurfitriani, Alvina nurfitriani, Alvina Nurul Hidayat Pitojo Tri Juwono Pramasela, Pramasela Putra, Whima Regianto Qomarul Huda, Qomarul Rachma, Siti Talitha Rahmah Dara Lufira Ramadian, Bagas ramdhani, fitroh Respatiningrum, Amalia Wara Rini Wahyu Sayekti Rini, Firda Agustiya Rispiningtati Rispiningtati Riwin Andono Riyanto Haribowo Rony Rudson Rossy Tamaya, Hana Arum Runi Asmaranto Safira Anisah Haromain Safira Anisah Haromain Salimah, Ghaida Nurul Salsabila, Nadia Semuel J. Ch. Ahab, Semuel J. Ch. Shihab, Muhammad Qurais Sri Wahyuni Sri Wahyuni Sri Wahyuni Suhardjono Suhardjono Sulianto Sulianto Suwanto Marsudi Tae Lake, Geovani Valerian Maria Tri Budi Prayogo Tri Budi Prayogo, Tri Budi Triwidianto, Heru Tyas Daru, Tyas Ussy Andawayanti Very Dermawan Wahyuni, Sri Wahyuni, Sri Wayan Firdaus Mahmudy Whima Regianto Putra Widandi Soetopo Yanuar Wicaksono, R. Fajar Yudha Mediawan Yumna Atika